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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT REGIDNAL WASTE WATER LOCATION 2500 NAVY DRIVE, STOCKTOP& CA PROJECT NO. D0148-2 <br /> I WELL/BORING Na s& SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED IO/I6/89 REVIEWED BY RUSSELL JUNCAL 803664 LOGGED BY ROBFRT JUNCAL _ <br /> DRILLING COMPANY OSTERBERG L STEVART DRILLER T• OLSF,y METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER B N DEPTH DRILLED a F7 DEPTH TO WATER, INITIAL —FT STATIC FT <br /> €f CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> i SCREEN TYPE. DIAMETER IN- SLOT SIZE �IN INTERVAL_^ FT TO - FT <br /> FILTk:R PACK TYPE _ INTERVAL — FT- TO _ _ �FT <br /> SURFACE SEAL TYPE_NlAT CEMENT/eEMTDNITE INTERVAL 2----FT TO 1! FT <br /> NOTES <br /> WELL DEPTH P1➢ SAMPLE ID US.Ci <br /> DETAIL (FT,) (PPM) LOVCOUN LDG SOIL DESCRIPTION <br /> 0 0.6' ASPHALT <br /> SP 6-3' VELL SORTED SAND, 1002 RND, PRLY GRDD, FN SND, LOOSE, YLLV ERN, <br /> 2 NPO, SL HST <br /> 4 <br /> } 3-3" CLAY, 27 SUBRND, FN, PRLY GRDD SND. 98Y FNS. M DRY STRNGTH. H <br /> 4 SBIA 1 CL DLTNCY, H TGHNSS, M PLST, STIFF, BRN, NPO. SL MST <br /> 0 <br /> 2 3-9' CLAY SILT, 10:':: FNS, N DRY STRNGTK SL-M DLTNCY. SL TGHNSS, <br /> [i 2 L PLST, STIFF, GRN/GRY, SL DIESEL ODOR, SL MST <br /> E 4 HL <br /> S31B <br /> i 1 9—ll' SILT" ,SAY 100Y, FNS, M DRY STRNGTH, N DLTNCY, M TCHNSS, H <br /> (; lO L CL PLST, M STIFF, BLUE GRY, SL—M DIESEL ODOR, SL HST-11S76.2 2 <br /> 3 <br /> 12 <br /> 14 <br /> Ie 16 <br /> 18 <br /> tT 20 <br /> i <br /> iyF _ <br /> R4 <br /> of <br /> t y 26I:.. ^USS L W. <br /> 28 — JUN, A <br /> F=3 3R <br /> 1 o. 388 ad' <br /> 32 Of CRtlfp��'�� <br /> 34 <br /> 36 <br /> 38 <br /> e 40 <br /> i .: PAGE ❑F� <br /> t:� <br />